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HomeMy WebLinkAboutSite Plan Review - 3/8/2019- - 99— EZISNG CONNUR Y P' -C E%1E". SPOT —CA PROPOSED CONTOUR F38, 47 PROPOSED SPOT EL TNT MAP 122 01VVVV TEST HOLE'A,SLOFC PARCEL 12§ ' OE ..R000J Qo 1 H PA UNSUITABLE SOIL NEE HYDRANT " a't a0, OVER - ARE I P 122 PARCEL 127 EXISTING BUILDING TOP 451 A / — — TEEL, G L MAP 122 5' REMOVALOF A PARCEL 12§ ' J PROPOSED UNSUITABLE SOIL _ - D ) D ® wff �� HMA I PAGE VENT MRI CHARCOAL FILTER �[ AND BUGSCRE£N (FINAL PLACEMENT B3'I Z NAILRK: MAG T- �®UT� 11 1'=a3e'RANGES BENJ HWARK HAG NAIL MAG NAIL A C LE POT SIHOLVAY) I TOE CAR I S AR 6LE WIDTH SLATE CATNAP) ( =93.8' NAVO88 CE PERMITS CURB 1 SAC - �— ASPHALT SI9EWALK / ASPHALT_PEARLY i T, RF UIFFR L-� �'� — ROUND PERIMETER OF LEACHING FACILITY,. T _— 11 Wt 3002 ST ON Lw LL i OA < 10 i� / TO SUABLE jDIL LAYER REPLACE h NB B'13'S4"E Q 7 DO _P� S DS " a't a0, OVER - ARE I P 122 PARCEL 127 EXISTING BUILDING TOP 451 A / i I G L MAP 122 5' REMOVALOF A PARCEL 12§ ' J PROPOSED UNSUITABLE SOIL _ - D ) D 41 I PAGE VENT MRI CHARCOAL FILTER �[ AND BUGSCRE£N (FINAL PLACEMENT B3'I T- �®UT� QA (J BENJ HWARK HAG NAIL MAG NAIL I' i/Y! CONSULTATON) TOE CAR I S AR 6LE WIDTH SLATE CATNAP) ( =93.8' NAVO88 CE 1 I(I 4FT1 FO I / OVAL OF UNSUITABLE SOIL REQUIRED T, RF UIFFR 2 DICE #18-422 PORCH Lr_ 7wAHo RESTAURANT mVNOATION'fm DRAT E REQUIRED FOR FULL EUGENEM _PROPOSED rJ > I ADDITION S F U -BSO l -i a R 21 mADIN m AT ONE 000 O O lL O SAV TREE aB.PL-_ - i N PROP VENT ASTI CHARCOAL FILTER y. t} AND BUGSCREEN j`NAE PLACEMENT BY f , a.A L 5' REMOVALOF PROPOSED UNSUITABLE SOIL _ - D ) D 41 I PAGE VENT MRI CHARCOAL FILTER �[ AND BUGSCRE£N (FINAL PLACEMENT B3'I T- �®UT� QA (J BENJ HWARK HAG NAIL MAG NAIL I' i/Y! CONSULTATON) TOE CAR I S AR 6LE WIDTH SLATE CATNAP) ( =93.8' NAVO88 �� i 1 I(I 4FT1 FO F H`.:K DICE #18-422 PORCH Lr_ 7wAHo RESTAURANT mVNOATION'fm DRAT E REQUIRED FOR FULL EUGENEM _PROPOSED rJ > I ADDITION S F U -BSO l -i a R 21 mADIN m AT ONE 000 O O lL O SAV TREE aB.PL-_ - i N PROP VENT ASTI CHARCOAL FILTER y. t} AND BUGSCREEN j`NAE PLACEMENT BY f , a.A L 5' REMOVALOF PROPOSED UNSUITABLE SOIL ) D ) D 41 I PAGE VENT MRI CHARCOAL FILTER �[ AND BUGSCRE£N (FINAL PLACEMENT B3'I /, \ NATO <_l_ CONSULTATON) TOE CAR RESTAURANT 1 T <D9'REM I(I 4FT1 FO F H`.:K / OVAL OF UNSUITABLE SOIL REQUIRED T, RF UIFFR 2 ROUND PERIMETER OF LEACHING FACILITY,. T #147 w L TO SUABLE jDIL LAYER REPLACE JIREI EI T � MTN CLEAN MED O MEET, L /E _. _ ',SPECIFICATIONS OF, CMR 15255S) EXISTING T ` T ASPP LT / HE PARKING D a EXIST. R VEL ti REQUIRED FOR l I 6 `L PARKING - EDIT 1 (�\ IJHBCCI.ED B n CI t utt5 kFl r - MAP 122 ARCEL I25 FF 01 L H N.. x SOREENIN zvT DB 8177 PAUI0 /0 PLANTINGS 6 OTC. R OJ i_ IED T, 10' E1 FCR P RHODODENDRON TO A3JTTING LOT UN ( w �N89 OR EQUAL / 1 4' WIDE 5 HIGH. _ PER 3014H5 DICE #18-422 PORCH Lr_ 7wAHo RESTAURANT mVNOATION'fm DRAT E REQUIRED FOR FULL EUGENEM _PROPOSED rJ > I ADDITION S F U -BSO l -i a R 21 mADIN m AT ONE 000 O O lL O SAV TREE aB.PL-_ - i N PROP VENT ASTI CHARCOAL FILTER y. t} AND BUGSCREEN j`NAE PLACEMENT BY f , L PROPOSED D ) D J (Z PAGE VENT MRI CHARCOAL FILTER �[ AND BUGSCRE£N (FINAL PLACEMENT B3'I /, corvTRnmOR mTx nOMEOWNER /- <_l_ CONSULTATON) TOE CAR 1 T <D9'REM I(I 4FT1 FO F H`.:K / OVAL OF UNSUITABLE SOIL REQUIRED T, RF UIFFR 2 ROUND PERIMETER OF LEACHING FACILITY,. T #147 w L TO SUABLE jDIL LAYER REPLACE JIREI EI T � MTN CLEAN MED O MEET, L _. _ ',SPECIFICATIONS OF, CMR 15255S) EXISTING ` T ASPP LT FOUNDATION DRAINSOF HE PARKING D a EXIST. R VEL 17 REQUIRED FOR l IDG 6 `L PARKING - EDIT 1 (�\ IJHBCCI.ED B n CI t utt5 kFl r - MAP 122 ARCEL I25 FF 01 L H N.. LDA M. & Ylln �fATA ME DB 8177 PAUI0 /0 R OJ i_ IED T, 10' E1 FCR T TO A3JTTING LOT UN ( D.) HOLDS �N89 JF DICE #18-422 PORCH Lr_ 7wAHo RESTAURANT mVNOATION'fm DRAT E REQUIRED FOR FULL EUGENEM _PROPOSED rJ > I ADDITION S F U -BSO l -i a R 21 mADIN m AT ONE 000 O O lL O SAV TREE aB.PL-_ - i N PROP VENT ASTI CHARCOAL FILTER y. t} AND BUGSCREEN j`NAE PLACEMENT BY f , L PROPOSED D ) D 3 BEDROOM 1 DWELLINGB INS i TOE CAR 1 T I(I 4FT1 FO F H`.:K / THE T, RF UIFFR 2 F #147 w L CNI9., RE JIREI EI T _. _ ` T FOUNDATION DRAINSOF HE D a EXIST. R VEL 17 REQUIRED FOR l 6 FULL BASEMENT PARKING /0 Y T D.) HOLDS �N89 / P / 1 _ T 103a 21 12S / A < EXISTING CONDITIONS DICE #18-422 PORCH Lr_ 7wAHo RESTAURANT mVNOATION'fm DRAT E REQUIRED FOR FULL EUGENEM _PROPOSED rJ > I ADDITION S F U -BSO l -i a R 21 mADIN m AT ONE 000 O O lL O SAV TREE aB.PL-_ - i N PROP VENT ASTI CHARCOAL FILTER y. t} AND BUGSCREEN j`NAE PLACEMENT BY f , 1. DATUM I$ RAISE 88 2. MUNICIPAL WATER IS EXODUS 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UMTS TO BE AASHO H -M 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE PATH 310 CAR 15000 (TIRE 5) 7, THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEAOH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING CAREER (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND k OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF PARK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOV-0 BENEATH AND S AROUND UP PROPOSED LEACHING FACILITY. 12. SCORNS LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED NTH CLEAN SAND. 13 GUIDING VOUMED LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS. PEDESTRIANS, OR NEIGHBORING PREMISES. LOCUS MAP SCALE 1=2000'} ASSESSORS MAP 122 PARCEL 126 + 127 LOCUS IS WITHIN EEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001C0559J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT. B-1 BUSINESS DISTRICT MIN, LOT SIZE - 25,000 SF. MIN. LOT FRONTAGE PEA' MIM FRONT SETBACK 30' IAIK, SDE SETBACK 25' SAM. REAR SETBACK 2C' MAX. BUILDING COVERAGE _ 257, OWNER OF RECORD BASS RIVER DEVELOPEMENT, LLC 95 ROUTE 6A YARMOUTH PORT, MA D2675 REFERENCES DEED BOOK 30789 PAGE 53 PLAN BOOK 200 PAGE 49 PARKING CALCULATIONS: MERCANTILE: 42 OCCUPANTS (1/7 OCCUPANTS) = 6 SPACES REO RESIDENTIAL: TWO UNITS (2/UKIT) = 4 SPACES REO TOTAL: 10 SPACES REQUIRED 11 SPACES CROVIDED INCLUDING 1 HANDICAP 7TLE 015 [TEn M.31243 N OF 4147 & #15%`3 ROUTE � A YARMOUTH PORT, BVI, PREPARED FOR B'' NDIRRE TAT iBOUE _ 1 0 l ) / DATE: MARCH 8, 2019 t 3 L� YCDI- 1 20' A , JS00 N89'2B 62"Y o. ( U ,c �. EET GI/�� 1L N M1 R P 508 T r 508 562 880 VV dE 2 ) W L' tlownwPccort PROPOSED CONDITIONS \ /, down cape engrneering,inc. civil engineers land serve ors y 939 Maln Street ( Rte EA) DATE DANIEL A. GERI P.E., RL.S. I YARALOUTNpORT MA 02E75 112 PERMIT SET NOT FOR CONSTUCTION 18-1a2 n+T=-UETDmc L PROPOSED D ) D 3 BEDROOM 1 DWELLINGB i TOE CAR 1 T I(I 4FT1 FO F H`.:K / .0 T, RF UIFFR 2 F #147 w L CNI9., RE JIREI EI T _. _ ` T FOUNDATION DRAINSOF ,\.L 17 REQUIRED FOR 6 FULL BASEMENT 11 1. DATUM I$ RAISE 88 2. MUNICIPAL WATER IS EXODUS 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UMTS TO BE AASHO H -M 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE PATH 310 CAR 15000 (TIRE 5) 7, THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEAOH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING CAREER (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND k OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF PARK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOV-0 BENEATH AND S AROUND UP PROPOSED LEACHING FACILITY. 12. SCORNS LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED NTH CLEAN SAND. 13 GUIDING VOUMED LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS. PEDESTRIANS, OR NEIGHBORING PREMISES. LOCUS MAP SCALE 1=2000'} ASSESSORS MAP 122 PARCEL 126 + 127 LOCUS IS WITHIN EEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001C0559J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT. B-1 BUSINESS DISTRICT MIN, LOT SIZE - 25,000 SF. MIN. LOT FRONTAGE PEA' MIM FRONT SETBACK 30' IAIK, SDE SETBACK 25' SAM. REAR SETBACK 2C' MAX. BUILDING COVERAGE _ 257, OWNER OF RECORD BASS RIVER DEVELOPEMENT, LLC 95 ROUTE 6A YARMOUTH PORT, MA D2675 REFERENCES DEED BOOK 30789 PAGE 53 PLAN BOOK 200 PAGE 49 PARKING CALCULATIONS: MERCANTILE: 42 OCCUPANTS (1/7 OCCUPANTS) = 6 SPACES REO RESIDENTIAL: TWO UNITS (2/UKIT) = 4 SPACES REO TOTAL: 10 SPACES REQUIRED 11 SPACES CROVIDED INCLUDING 1 HANDICAP 7TLE 015 [TEn M.31243 N OF 4147 & #15%`3 ROUTE � A YARMOUTH PORT, BVI, PREPARED FOR B'' NDIRRE TAT iBOUE _ 1 0 l ) / DATE: MARCH 8, 2019 t 3 L� YCDI- 1 20' A , JS00 N89'2B 62"Y o. ( U ,c �. EET GI/�� 1L N M1 R P 508 T r 508 562 880 VV dE 2 ) W L' tlownwPccort PROPOSED CONDITIONS \ /, down cape engrneering,inc. civil engineers land serve ors y 939 Maln Street ( Rte EA) DATE DANIEL A. GERI P.E., RL.S. I YARALOUTNpORT MA 02E75 112 PERMIT SET NOT FOR CONSTUCTION 18-1a2 n+T=-UETDmc 4153 SYSTEM DESIGN GARBAGE DISPOSER 15 NOT ALLOWED 1SICN ROW SAND CLAY SONE STOVES 32' 180 A BEDROOMS ® 110 DEC = 220 GPD F'V 2000 S.F. SUPERMARKET Bt 97 GPD/1000 OF = 194 GPD LEE A 414 GPD DESI ON FLOW 49' SEPTIC TANK 414 GFD (2) - 828 49' USE A 1500 GAL DUAL COMPARTMENT SEPTIC TANK USE A 1500 GAL TRAP AP FOR KITCHEN FICOAN ACHI JG'. 0" DES (33.5 + 12,85F 2_L,4)_- 137 GPD TO? LOAM LOAN 301101{ 33. x 1283 (]4)- - 318 GPD / F1TC.L — .. _. 615 S_ _ 455 FLY Or COAT USE (31 500 GAL LEACHING CHAM3ER5 (ACME OR EQUAL) WITH 4'TOPIC ALL AROUND & , NA APPROVEC. DATE DOARD OF HEALTH #147 SYSTEM DESIGN GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW. 3 BEDROOMS G 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK. 330 GPD (2) = 660 JOE A 1500 GAL SEPTIC TANK ACHING: SIDES, 2_j30 + 9 fi3LE_(.]A) 118 GPD BOTTOM 3C x 9-834) - 218 GAD TOTAL 454 1 _. 336 GPS USE (2) 500 GA L 4CHNF CHAMBERS (ACME OR EQUAL) \WLR 2.5' STONE AT SIDES. d AT ENDS AND 5' BETWHEN UNITS _I MA APPROVED DATE BOARD OF HEALTH TEST HOLE LOGS 1-5 ARNE P JALA PF, - - WITLESS : SUSAN R SK DA E 12/13 1 54 _. PERE. RATE= 2 CQE1UYH CLASS _.I SOILS 4 ELN 4 L7' 0 TCI` P & UBSGN_ SUBSOIL 32 8' T IJ T'= A, & SAVE 38' Iw 'AND FNE SANT] 2 G r IRON COVERS TO GRACE OR CONCRETE COVERS TO WITHIN 6" GRPOE COOPERATE W/ FRANCS #153 SYSTEM PROFILE (NOT r0 ACRES) TO GRACE OR CONCRETE GRADE, COORDINATE W/ DIMMER 2- pGSTOAE OR GESTI TI'S FILTER FABRIC OVER STONE 2' ALL SYSTEM COMPONENTS SHELF BE MPRKEO ETH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION, 2' GST IRON COVERS TO GRADE OR CAPABLE COVERS TO WIT - IN 6" GARDE, COI AD TWEAK 2% SLOPE REQUIRED MR SYSTEM STOCKS OR XR CL `T RISERS 1_ conPON((NP,) 5 EL 435 �nc P45.0 IV <UiQ; � .� FR �Onl� �ORI�©�® VSO III P. 'I 44.63 1 4438 4425TAR 44,00 EEMEST7 ��®� AN ..Nr oR LRNR ej wArzRrm D'Box F E3�®0�0 R�© OtF-]fir OLa n= e FOR EVEwCES e ���I C mm EA EILiB�`—.�'.EJ�E'L.r©C 5n OL 11-20 nF2 43J] 43.60' �= .d wADS�H-20 500 CPL LEACHINE CHAMBER BY FCIAE PRECAST OR EO'JAL. A� e Ae e .=Ae ,^ek "° e" 3/4' 1 1/2' DOUB HED STONE M.N. (}) VNNE REQUIRED E ,e I L UN PRECAST sEs LD INSTALLER S44LL VERIFY THE IS CRUSHED STONE OR MECHANICAL 6' CRUSHED STONE OR MECHANICAL O RALLDIRIDPOTO CLOSE OF STORE 33.50 %D OCA. -IONS OF ALL UTILITIES AND ALL COMPACTION. (15.221 121) COMPACTED, (15221 (21) , BUILDING SEWER OUTLETS AND ECVATIONS PRIOR TO INSTALLING ANY P02TION OF SEPTIC SYSTEM F (2-5z SLOPE) (E -5x SLOPE) (_j_% SLOPE) FIX SLOPE) - H-20 LEACHING FOUNDATION— 11 GREASE TRAP— S. SEPTIC TANK 23' D' BOX 12' FACILITY ADJUSTED c I EL 33.] #147 SYSTEM PROFILE (NOT TO ECRL) Y CAST IRON COVERS TO LEASE GR CONCRETE COVERS To AITHIN C DUANE. (INTRODUCE W/ FACES 2- POSTAGE OR GOUSTIILE RL ER FAIR,C OVER STONE A MIN AUG. as 65.m1c 44.4p,o e, TRA 4 TO AIR VAR VALUE Y.."Ge ACME OR EQUAL 44 27 'THE INSTALLER SNAIL V 4II7 THE�— 6- CRUSHED STONE OR NECHPNDAL LOCATIONS or ALL UTILITIES AND ALL CASCADED, (15.221 CUT BUITD'NG SOWER OUTLETS AND E'-FATONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ( 2'SM SLOPE) ((_ S SLOPE) FOUNDATION— 19' SEPTIC TANK 13" — C BOX' ELN. SAND CLAY SONE STOVES 32' 180 ELEV. F'V ELEV. Q ELEV. 49' 3 49' 49' 0" er 6A Or D„ 0" y/hIST TO? LOAM LOAN / —qP J I1 !� DLO?S Or COAT ADVP.: AL & EL. & F/ SUBSOIL SUBSOIL SUBSOIL ESISD_ 48'F 48' E6" VAYFO TILL SAND MED E% ASN✓ OPE A '. R __9 Co 1PACTTn GRAVEL Ps , _ _ o P T Su � AME - SAND & & 98" SAND 41' 108" SONG SI'_T 40' 96" STONES 41' 40.5' CLEAN FINE FINE FINE WHITE SAND SAND SAND 36' 156" 36' 156" 36' 131" 38.1' i 80" SAND CLAY SONE STOVES 32' 180 TLL & STOVES 34' 180". & STONES _I NO GROJND.OATER ENCOUNTERED tt M,m COU GERM er 6A Or TV � C) p y/hIST f TG VITAL ,TE / —qP J I1 !� DLO?S Or COAT ADVP.: T JE EL. F/ ESISD_ VAYFO E% ASN✓ OPE A '. R __9 Co 1PACTTn Ps , _ _ o P T Su � AME - PAVEMENT CrOSS SECTION NOT TO SEAL I DCF # f IC -422 Ln 3e 168"35' 144" L7 NO GROUNDWATER ENCOUNTERED 3]_ WATERTEST D BOX FOR LEVELNESS ALL SYSTEM COMPONENTS SHALL PE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. L' GRA ST IRON COVERS 70 GRADE OF GENERALE COVERS To WITHIN 5- GRADE, COORDINATE W/ OWNER 2��2% SLOPE REQUIRED OVER SYSTEM COO. LATERA OR RISERS S E a n E Ts PRECAST -20 4- 5-I (lYP) I LH -20 500 ALL LEANING SUMMER BY ACME PRECAST OR EQUAL a/''-1 1/2' DCUBLE NEVER -D ALONE (2) UNITS REQUIRED GRABILL PREPARED TO OUTSIDE OF STONE'. 30 X 983 NOTES I. CORN IS NAVO 88 2. MUNICIPAL WATER IS E»G 3. MINIMUM PIPE PITCH TO BE 1/6' PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS To BE AGSM H - 2Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WPM 310 CMR 15.000 (TIRE 5J J THIS PLAN IS FOR PROPOSED WORK ONLY AND N07 TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEEDS SYSTEM TO SCH, 40-4 PVC, 9. COMPONENTS NOT TO BE BACKFlLLE OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED MOM BOARD OF HEALTH, 10, CONTRACTOR SHALL BE RESPONSIBLE FOR GELLING DECADE N-835-344-7213) AND VERIFING THE LOCATION OF ALL UNDERGROUND 6 OVERHEAD UTILITIES LOCUS MAP PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1'= SEES) REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY ASSESSORS MAP 122 PARCEL 126 + 127 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS 15 WITHIN FEMA FLOOD ZONE X REMOVED OR PUMPED AND FILLED MTN CLEAN SAND. (AREA OF MINIMAL FLOOD HAZARD) AS 13. BUILDING MOUNTED LIGHTING SHALL N07 CAUSE GLARE SHOWN ON COMMUNITY PANEL k2001CD559J - FOR MOTORISTS, PEDESTRIANS, OR NEIGHB031NG DATED 7/15/2014 PREMISES TEST HOLE LOGS 1-2 ENGINEER: DAR'REN-METER CSE 1614 WITNESS: AMY SON HONE RS DATE: 12/21/2019 _ PERC. RATE < 2 'INLLI CLASS - I -- SOILS TP-ELEV. ELEV. 1 -2 47,2' D" 46.6' p" TP A S ITS �17 SLOPE) 1CYR3/2 10YR 3/2 COLLAPSE GROUNDWATER — 12• LEACHING EL 33.7 8 12 FACILITY B B ITS ITS 10YR 5/8 43.3' 10Y.R 5/e 39" 40" 43.9' C1 SEE PAVEMENT SECTION SIL Sr_ HEAVY Dvtt H 158" 25Y 7/4 33.6' 154" 25Y 7/4 324' E(2'D4 N' ESC DRIFFaRIM (4) (2) 1-0 O DRAINAGEESI N COVER 2A IN 0 F&SUP TO SNEER COAT VBJEN: 0 CT BA' N fi P PE 'W1OE OU, CRETEP FILED GOP, ALL DRAINAGE) B11 INC F ETE UOP TDO ER COATPAVEMENT Sr G2 C2 MINOR 140% FABRIC 0 20 \ PEERS CS GS CLOSEST ( oar G -W ACJ. DATA: FABRIC urvE ALL ARES IF MINNAGE A CARS SLOTTED 12 OR " AGREEMENTSBRILL ) F�, _ � SILT POCKETS SILT POCKETS AS SUO D ftCA AOJ TNG COURSE WALL A W-247 EOVrvALM MORifR — _ SET L INV ¢ ZONE p L (TwJ 25Y 7/4 25Y 7/4 OC Z9' SED 20 P) 2' x rz4' DECEMBER 2017 204 3D' 204" 30.2' 0 TRAP LEacnPIT INN II noP,. PP oIGSTED GROUNDWATER ENCOUNTERED 190" EL 30.8 INV UPLED - H-2 CATCH BASIN MP TONE. _ 4•M N Aaou c PIT Mira .MCTu DET All.. HEE � EQUAL MUD TONE 0m D<sn H 20 0a 1-1/2- DOUBLE WASHED STONE HAP) TO ACCOMPANY DRAINAGE CROSS SECTION TTLE 0 WEITE PL 4t`D["J NOT TO SCALE OF #147 & #153 ROUTE Gtr YARMOUTH PORT, PREPARED FOR ANDRE TA.TISOULT DATE: MARCH 8, 2019 4i M ? %IL EL IF T O MIT ,v\F 1 IE I I O5 3fi2 ^"RO 144 V� J0111CIP111o IT down cope enpneering,inc. civil engineers %A land surveyors & j——\ LIVES Ino, street ( Ree AT) DATE DANIEL A- OCALA, P.E., RLS. YAFMOUIHPORT MA 02675 2/2 I PERMIT SET NOT FOR CONSTUCTION lA-n22 TATBOUe-.Deu ' L tt M,m er 6A Or TV � C) p y/hIST f / —qP J I1 !� DLO?S V j) Pond L L DECADE N-835-344-7213) AND VERIFING THE LOCATION OF ALL UNDERGROUND 6 OVERHEAD UTILITIES LOCUS MAP PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1'= SEES) REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY ASSESSORS MAP 122 PARCEL 126 + 127 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS 15 WITHIN FEMA FLOOD ZONE X REMOVED OR PUMPED AND FILLED MTN CLEAN SAND. (AREA OF MINIMAL FLOOD HAZARD) AS 13. BUILDING MOUNTED LIGHTING SHALL N07 CAUSE GLARE SHOWN ON COMMUNITY PANEL k2001CD559J - FOR MOTORISTS, PEDESTRIANS, OR NEIGHB031NG DATED 7/15/2014 PREMISES TEST HOLE LOGS 1-2 ENGINEER: DAR'REN-METER CSE 1614 WITNESS: AMY SON HONE RS DATE: 12/21/2019 _ PERC. RATE < 2 'INLLI CLASS - I -- SOILS TP-ELEV. ELEV. 1 -2 47,2' D" 46.6' p" TP A S ITS �17 SLOPE) 1CYR3/2 10YR 3/2 COLLAPSE GROUNDWATER — 12• LEACHING EL 33.7 8 12 FACILITY B B ITS ITS 10YR 5/8 43.3' 10Y.R 5/e 39" 40" 43.9' C1 SEE PAVEMENT SECTION SIL Sr_ HEAVY Dvtt H 158" 25Y 7/4 33.6' 154" 25Y 7/4 324' E(2'D4 N' ESC DRIFFaRIM (4) (2) 1-0 O DRAINAGEESI N COVER 2A IN 0 F&SUP TO SNEER COAT VBJEN: 0 CT BA' N fi P PE 'W1OE OU, CRETEP FILED GOP, ALL DRAINAGE) B11 INC F ETE UOP TDO ER COATPAVEMENT Sr G2 C2 MINOR 140% FABRIC 0 20 \ PEERS CS GS CLOSEST ( oar G -W ACJ. DATA: FABRIC urvE ALL ARES IF MINNAGE A CARS SLOTTED 12 OR " AGREEMENTSBRILL ) F�, _ � SILT POCKETS SILT POCKETS AS SUO D ftCA AOJ TNG COURSE WALL A W-247 EOVrvALM MORifR — _ SET L INV ¢ ZONE p L (TwJ 25Y 7/4 25Y 7/4 OC Z9' SED 20 P) 2' x rz4' DECEMBER 2017 204 3D' 204" 30.2' 0 TRAP LEacnPIT INN II noP,. PP oIGSTED GROUNDWATER ENCOUNTERED 190" EL 30.8 INV UPLED - H-2 CATCH BASIN MP TONE. _ 4•M N Aaou c PIT Mira .MCTu DET All.. HEE � EQUAL MUD TONE 0m D<sn H 20 0a 1-1/2- DOUBLE WASHED STONE HAP) TO ACCOMPANY DRAINAGE CROSS SECTION TTLE 0 WEITE PL 4t`D["J NOT TO SCALE OF #147 & #153 ROUTE Gtr YARMOUTH PORT, PREPARED FOR ANDRE TA.TISOULT DATE: MARCH 8, 2019 4i M ? %IL EL IF T O MIT ,v\F 1 IE I I O5 3fi2 ^"RO 144 V� J0111CIP111o IT down cope enpneering,inc. civil engineers %A land surveyors & j——\ LIVES Ino, street ( Ree AT) DATE DANIEL A- OCALA, P.E., RLS. YAFMOUIHPORT MA 02675 2/2 I PERMIT SET NOT FOR CONSTUCTION lA-n22 TATBOUe-.Deu